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4351r NOTE: r i , V j With proper validationK Q $� 0� this form constitutes, an,y CITY OF LA QUINTA ' encroachment permit','.." " APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) OF For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, 'sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENT an P II� P P S d APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III- DATEI-:�-03-05' Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION AVE. 54 A W AVE 52, NADISON Cam. 7M 33076 (Street address or Description of Location) PURPOSE OF CONSTRUCTION —LOCffE UTILITY Lli= Sketch (attach construction plans if a WSTLY LIM) OFF PAi� )�AY6' P appropriate) DESCRIPTION OF CONSTRUCTION AS AMADO DIMENSION OF INSTALLATION OR REMOVAL Imo" SPOT•Acix.FS TO YISii UY :.VMFY' M TO DOCUMT ANY: =EMTIO»S. £, L=TED IN ' UORPAIiIID ROAMAY. SIZE OF EXCAVATION IFNEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN Q�=2b�-OS (aim -i Dues) h 0 APPROXIMATE TIME OF COMPLETION - _ tNATRD A ,DAVS A c „ ESTIMATED CONSTRUCTION COST $ IA;O�A_itNO MAR o 9' 2005 (Including removal of all obstruction, materials, and•debris, backfilling, com- w CITY OF LAQUINTA paction and placing' permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: _ Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and al J penalties, liabilities or loss resulting from claims or court action and arising out of any accident,' loss or damage to persons or property , :Y 'happening or Ioccurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work ,will be started. /� Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of/, La Quinta and to pay for any additional replacement necessary as the result of this ork. Signature'of Applicant or Agent na 760-776-8274 J �RC.T (gAV IR_n>ra TrPTT.TTY RMV"g: TWW'_t AA-Qln% a0.a>ynHA1rTr3 I_MTTR e, VATV "V4M1MgP PA. 92211 Name of Applicant (please print) Business Address: Telephone No. MWT OF NA ISON -LLC/AUSTIN FAZIO P.O. BOX 1482, L4 QUINTA, GA 92247 760-391-5072 ; Name of Contractor and Job Foreman Business Address Telephone No. 712492 '% 102.00 ; Contractor's License No. City Business License No. ATI! a lf1�1;A�9P iATtteTR1_=T� I— UDAATW R'EM 00-0936.501 +� Applicant's Insurance Company. 1 Policy Number 3•.. FEES: Subdivision Improvement Permit — Class III �E Public improvements: 3% of estimated construction costs Private improvements: .3%of.estimated construction costs t Minor Improvement Permit.— Class IV: See attached schedule 4+� ' i J. Inspection Fee $ 4$0"00 I w µr ', PERMIT VALIDATION • ."—Permii Fee -� .� 1 _ ..._ �_. 4351 PERMIT NO. ' Penalty ' _ DATE APPROVED . Cash Deposit -Surety Bond 03-08-06 f cif required c EXPIRATION DATE � �. 580.00 ::�< +t• TOTAL... '$ ,. DATE,ISSUEtD ReceiP` No. Received by Date " Administrative• Authority � ' Re'Orded3by ' Telephone: (760) 777-7075 �. 4.. .A - fir..=-.,; f •. t- Y � �d-,-3.;F J• ?, 1-.... .., .. , - 1 I yy��John P. Marcinek A F-r-:DIG Business Development Corporate • r Local; (760) 776-8274 ?� 5 FaY :;:�; (760) 776-8278 (800) 6 Corp:326-d044m E-rrfall:"-imarcinek@s& -imarcinek@s&cflg.com P.O. Box 1478 ' J� Palm Desert;CX-92261 Licenses: cp-712492, 11-10854s• www-Safrdi xOm BUSINESS LIC SE APPLICATION FORM APPROVED BY `DATE 3'1-,a5 PROOF OF WORKER S COMPENSATION INSURANCE & COPY OF STATE CONTRACTORS— LICENSE POCKET CARD IS REQUIRED PRIOR TO ISSUANCE 1. Business Name: S bIG U-� �D4SLd1� Business Address: y - O/ ps 1_�Opi2ay) City/Statee: .S Pry CA Zip:. of 2a ��, 2. Mailins Address: Q-0 •� Ox �� g City/State: �eSe� Zip:9��6 �F. 3. Business Phone: 4. Owned By: CORPX PARTNERSHIP_ INDIVIDUAL 5. If Corporation or Partnership, Tax I.D. 6. Name of Owner. or Officers and Title. WXi MA X- 7. Vehicle License Number ermit Number (Finance Dept. Only) . 8. Type of Contractor:_ B. Classification:' I_ C. State License Number 71�J 4D, . A or.B License Classification $100.00 Per Year or ,50.00 Semi�-Annua C' License Classification $ 50.00 Per Year or $25.00 Semi -Annual I HEREBY CERTIFY that all the information supplied by me is correct and any licenses required by the County State or Federal Government have'been issued to me and are in full force and effect. Signature h/ , itle Date_ 'MA Send Completed Form To: CITY OF LA QUINTA BUSINESS LICENSE DIVISION R C 4 2005 P.O.' BOX 1504 La Quinta, CA 922417-1504 CITY OF LAQUINTA FINANCE DEFT. 7Q33 A total solution to field verification of "as builts" 7„ ' 7 coordination } Before •••• traffic control you - electronic designation . vacuum soil extraction ;'guaranteed visual verrlicallonof utilitylocation t _+ SAP - documentation 11M/►lyg-am ' coordinatlon 1 ° ' DI' �� iJtility Smm>tveys, Inc. • 'appropriate agencies, firms, contractors �. s A WBE Firm • apply for permits from all appropriate agencies +_ notify Underground Service Alert (I -call system) ' �. .� 1 : :r✓.': Traffic control ' ' each vehicle equipped with a class I F.A.S. _ R� w '1 *' b' O S ,, •' r.,� • , each vehicle Is equipped with sufficient materials for normal urban streets a. '. �v' • = the compact digging trucks minimize the amount of traffic disruption • 'the highly mobile nature of our equipment -allows optimal 4 r" A scheduling for traffic considerations ,Electronic designation. 'Utility • all pothole locations are ealuated with state of the en utility �J tilit`% 1.ir��`%s Inc. locating equipment such as: d d • passive signal receivers - 60 Hz and radio frequency • VLF electromagnetic signal induction and reception ' acoustic signal induction and reception - TM { r 1 1,0. Vacuum so(I'extractio_n t' s kY t h pavement is broken or cored toy10" opening �•10. Y,'• • subsequent soil extraction i§'done with ehand-held air lance - i �r ! i • ' ,S' r ,`1 �- 1 • this method is safe for pipe coatings and direct bury cables• • all spoil is vacuumed Into the receiving hopper on the truck ` ' +, ri{ 4 TL _ r'. .(800).., 326' 0446 a Al 8k l„a' tD Soil ei traction is not limited to the vertical • search under sidewalks avoid traffic control installations • find bottoms of PVC ducts under other utilities l f • a r p - �;- + { r r I • Corroslon-sensltive utilities are properly bedded with clean t, -material:", • The fill is replaced In 4 Inch lifts • Each lift is compacted with a 6" pneumstic'."powderpufl" tamper%suiD, •`• y'e• ,a' F S N.9 tllll Fu f.%Test data is available showing outstanding compaction results 4l� Pavement Restoration < y.i4 " �;., ` y® �® • Our small patches will last longer due to lower loading ; { '� • "°'�� • The hexagonal hole provides a better anchor for the restoration i W • The replacement paving Is keyed Into the pavement by } undercutting the existing pavement so that the additional 2" of rl material mushrooms under the edges of the pavement • • .The edges of the existing pavement is coated with lack all to ; t W `;, EnIl insure awatertight seal r ' 1 .:' a .t t • Material is added in 2" lifts; until the patch'is flush with the s - ;'i existing pavement and the top is sealed Documentation • The centerline of the utility is marked with PK nail, 2" x 2" hub or high visibility Whisker' • ,Depth & size are marked on the roadway or on a slake `, h s •. mounted next to the hub' +• -Three swing ties are.recorded for each location to locate the utility relative to the existing site conditions/physical structures . t" ,; _ -: , (800)326-0446 • A spreadsheet Is prepared showing: f `: •• + • The location ' I • a t • Pavement and base thickness t. DOL • . Depth to grade from top & bottom r i • Size & configuration of the utility Surveying'& Utility Mapping • ` �` f • Conventional and/or GPS Available ; • Provide information in a number of GIS file formate r r G}j www.safrdia.com rJ r.0 lnti €1-xtrom!2 c.;u!;=nt. Independent utility location sweeps are performed to ensure the most accurate location, prior to any surface disruption. Onco tko utility has bzzn locatcd ea.zstronfcally, our professionals make a small 10-inch incision into the surface material using surgical -like skills to en- sure that no physical damage occurs to any underlying utiiities. Soli is removed using our patented extraction process; this loosens the compacted soil and other materials which are then vacu- umed, dust -free into a, special -design sealed hopper for restoration or re- moval. E3,7 a 7= n,� Tsm u0=Z®z TZ)U00 L:florfclo ram vEl Era r yW.tD"J 3� a�'1017 and ca3137. �� r' •'s highly trained and skilled professionals are 40 hrs.+ certified Technicians to perform these difficult tasks at minimal cost. Cm=n 11tn uElt u coca:111c4 In oaaa=-- d. accurate site attributes are logged into our specialized data collection units. This information can include; • Utility's Top & Bottom Depths. • Paving Type and Thickness. • Soils & site conditions. • Utility material, configuration, structure and type of encasement. • Conventional or GPS surveying information. C,= ez=u :;nQ-_9, a Marker (usually a PK Nail, Hub or Whisker) is set on center, or oftset, to physically indicate the utility's location. The pothole is then backfilled with clean, graded material. The fill is power -tamped in 4-inch lifts, providing outstanding compaction re- sults. (92 to 96% compaction!) Th3 fine] rya omrr= a3. p is to plug & seal the pavement with our DOT per- manent, QPR2000;, plugs. VJe guars ntc3 our sr+nal!ar plugs agafnW sub=23nca fa7 en un- usual 3 yaars! far sa>b==zn1 o�navo 3r�, we inark _ the centerline of the utility with white paint and indicate reference or pothole number, depth and size at each pothole location. Next, swing -ties are recorded for each location, or we can survey in using our Total Station GPS or conven- tional surveying methods. .x- \ All information is recorded and is made available as an "on -site" Report or com- piled together with other information and provided in printed or anv number of electronic formats. GISIGPS infor- mation can be transferred to our Map- ping System, where Utility Mapping data can be provided in various For- mats including; AUTOCAD,, and INTERGRAPHo. C] StIDML11%R7. With our "Fast -Turn -Around" process, used before, or at the 30% design level, we promise significant reductions in util- ity relocation or construction Change Orders. This means construction costs within or below budget! Why not call us and let us show you just HOW GOOD VIE REALLY ARE! i• : n A total solution to field verification of "as builts" s " e coordination' • traffic control Bef o re o u n rf • electronic designation • vacuum soil extraction..' 1 r• guaranteed visual verification of utility location. ' documentation , . Coordination Y D1Q.,j. ''Cal. • • • • • • • 'appropriate agencies, firms, contractors ,• % t • apply for permits from all appropriate agencies • notify Underground Service Alert (1-call system) r : j Traffic contiol- • each vehicle equipped with a class I F.A.S. • each vehicle is equipped with sufficient materials for normal ;•� urban streets • - ,,, 'y, • the compact digging trucks minimize the amount of traffic disruption 1 1 • the highly mobile nature of our equipment allows optimal " • "' ,•�''L.` _ ' IAA scheduling for traffic considerations ' Electronic designation t • all pothole locations are evaluated with slate of the art utility - M - utility, surveys, Inc. locating equipment such as: • passive signal receivers - 60 Hz and radio frequency • VLF electromagnetic signal induction and reception • acoustic signal induction and reception Vacuum soil extraction J • pavement is broken or cored to 10" opening , ; ti f rr • subsequent soil extraction is done with a hand-held air lance w • this method is safe for pipe coatings and direct bury cables " • all spoil is vacuumed into the receiving hopper on the truck (800) 326 0446 Soil extraction is not limited to the vertical • search under sidewalks • avoid traffic control installations ` y" Utility Siirveys, Inc. yran.l" AWBE Firm • find bottoms of PVC ducts under other utilities • . + ,. : •�:;, backfill Corrosion -sensitive utilities are properly bedded with clean • , �� - 4 — t - materialP • • The fill is replaced in 4 inch lifts -�` ' ��• Y , Subsuriak • Each lift is compacted with a 6" pneumatic "powderpuff" tamper . J' �l _ e • Test data is available showing outstanding compaction results r Pavement Restoration • Our small patches will last longer due to lower loading r , utility` • The hexagonal hole provides a better anchor for the restoration 9 c� i • The replacement paving is keyed into the pavement by • - 't• � , ' undercutting the existing pavement so that the additional 2" of ' �' 4: material mushrooms under the edges of the pavement . Engineefing • The edges of the existing pavement is coated with tack oil to insure a watertight seal • Material is added in 2" lifts; until the patch is flush with the . 6 • '7 e existing pavement and the top is sealed f' �• • ' ib Documentation Services • The centerline of the utility is marked with a k nail, 2" x 2" hub - - or high visibility Whisker r ; , • ` , _ • Depth & size are marked on the roadway or on a stake " mounted next to the hub • Three swing lies are recorded for each location to locate the utility relative to the existing site conditions/physical structures `' "•!s.t • A spreadsheet is prepared showing: ` (800) 326 0446' - • The location ' • ' ' %' i , • Pavement and base thickness • Depth to grade from top 8 bottom m { Size & configuration of the utility Surveying & Utility.Mapping • Conventional and/or GPS Available 1• - - r� . 3 s"t. . '; , ' • Provide information in a number of GIS file formals 7, ; ` ;;r .., f .,4• cvwwaafrdig.cor r. �: The S" r DIG® Method HOW & WHY it can WORK for YOU! SAP-r-DIG. uses state-of-the-art electronic equipment. Independent utility location sweeps are performed to ensure the most accurate location, prior to any surface disruption. Once the utility has been located electronically, our professionals make a small 10-inch incision into the surface material using surgical -like skills to en- sure that no physical damage occurs to any underlying utilities. Soli is removed using our patented extraction process; this loosens the compacted soil and other materials which are then vacu- umed, dust -free into a; special -design sealed hopper for restoration or re- moval. Hazardous Materials removal are removed safely and easily. SAP-r- DIG.'s highly trained and skilled professionals are 40 hrs.+ certified Technicians to perform these difficult tasks at minimal cost. Once the utility conflict is exposed; accurate site attributes are logged into our specialized data collection units. This information can include; • Utility's Top & Bottom Depths. • Paving Type and Thickness. • Soils & site conditions. • Utility material, configuration, structure and type of encasement. • Conventional or GPS surveying information. Once documented, a Marker (usually a PK Nail, Hub or Whisker) is set on center, or offset, to physically indicate the utility's location. The pothole is then backfilled with clean, graded material. The fill is power -tamped in 4-inch lifts, providing outstanding compaction re- sults. (92 to 96% compaction!) The final restoration step is to plug & seal the pavement with our DOT per- manent, QPR2000 SAP-r-LOCK plugs. We guarantee our smaller plugs against subsidence for an un- usual 3 years! For subsequent surveying, we mark the centerline of the utility with white paint and indicate reference or pothole number, depth and size at each pothole location. Next, swing -ties are recorded for each location, or we can survey in using our Total Station GPS or conven- tional surveying methods. All information is recorded and is made available as an "on -site" Report or com- piled together with other information and provided in printed or anv number of electronic formats. GIS/GPS infor- mation can be transferred to our Map- ping System, where Utility Mapping data can be provided in various For- mats including; AUTOCADe and INTERGRAPHe. IN SUMMARY: With our "Fast -Turn -Around" process, used before, or at the 30% design level, we promise significant reductions in util- ity relocation or construction Change Orders. This means construction costs within or below budget! Why not call us and let us show you just HOW GOOD WE REALLY ARE! (soo) 326-0446 Licenses: CA-712492 AZ-108545 SAF.r-DIG Subsurface Utility" Engineering Utility Surveys, Inc. "ACCURATE" Non-destructive soil extraction a WBE Firm. performed with surgical skill! We designate, locate and verify actual depths of underground utilities. We take this opportunity to provide information about the professional General Engineering Contractor/ Engineering services we perform within the emerging field of Subsurface Utility Engineering. With our proprietary, unique "TOTAL LOCATING" method, we can safely, accurately and economically, provide detailed information about existing underground utilities. We verify the existing horizontal and vertical locations to document design changes made in the layout of Civil Engineering works. We have been providing project designers and contractors with guaranteed accurate, immediate results for over 8 years. SAF-r-DIG's air/vacuum method is precise, accurate and NON-DESTRUCTIVE. When considering. pavement restoration into the final job cost, our method delivers substantial cost . savings over conventional backhoe operations. Also, information is obtained through a small, 8 to 10-inch Inspection Hole (pothole). This eliminates the need for shoring, protects the worker, protects the environment, and prevents damage to existing underground structures. Our GeoLocate Technicians are highly trained, certified professionals in subsurface utility Designating; Locating, Data Management and Utility Mapping. SAF-r-DIG maintains work - site safety programs, Drug -and Alcohol -free workplace and has a Total Quality Management program in place. Additionally, SAF-R-DIG, and, all clients, are FULLY insured on all projects undertaken during the performance of our services. SAF-r-DIG experience has proven, significant savings (10% to 20%), when our professional services are used in the 30%, or earlier, Design Stage. Furthermore, our costs are less than, 1% of the total design cost. This practice called "Construction Phase Overview" substantially reduces the number of estimated utility relocations -and construction utility conflicts with the inherent construction - delay claims; which impact project schedules and final costs. In the process, one can achieve compressed time schedules with our "fast -turnaround" methods and accurate reports. Documented and quantified data indicates savings of $18 for each $1 spent on our services We have enclosed marketing information that explains the basic services we offer. Should you need further informationxegarding our company and services, we are readily available to you , by dialing 1(800) 326-0446. WE NOT ONLY PIONEERED SUBSURFACE UTILITY ENGINEERING, , WE PERFECTED IT! Nina S. Marcinek Chair/ President cc: Enclosures: Corporate Office, P.O. Box 1578, Palm Desert, CA 92261 (800)326-0446 (619)360- 3343 Fax (619)360-0922 Licenses: CA-712492 AZ-108545 Branches Serving: Las Vegas - Los Angeles - Palm Springs - Phoenix Reno - Sacramento - San Diego. - San Francisco - San Jose - Seattle - Tucson Form: Document4 (0/0/00( I��1"_DI A WBE Firm SAP-r-DIG utility Surveys, .Inc. PO Box 1478, Palm Desert, CA 92261-1478 (800) 326-0446 PH 41-905 Boardwalk, Suite A, Palm Desert, CA 92211 (760) 776-8278 Fax 0 Website: www.safrdig.com "Your Safe and Accurate Window to the Underground" 'Positive I.D. potholing" three dimensional information, utilizing Non-destructive soil extraction technology, �e performed with surgical skill! We designate, locate and verify actual depths of underground utilities Ucens : CA•712492. AZ.108545 - STATEMENT OF QUALIFICATIONS SAF-r-DIG Utility Surveys, Inc.(SAF-r-DIG) is CA state -certified "Small -Business" (OSBCR #11159) and state EBE (Emerging Business Enterprise) with licensed General Engineering (Class A) services performed by trained professional employees, we are also a 100% woman -owned business. Corporate office, located in Palm Desert, CA, has area satellite operations serving: State of Arizona, and State of California; for 17 years. SAF-r-DIG complies with all known; Federal, Caltrans, insurance, indemnification requirements, Pre -Award Audit cost accounting standards, and immediately responsive to utility research, Data Collection and Best Management Practices for Regional Water Quality Controls. In addition, SAF-r-DIG satisfies Permits and protection of existing utililties. SAF-r-DlGfield work is.performed in compliance with Caltrans Traffic Control W.A.T.C.H manual. SAF-r-DIG specializes in obtaining accurate subsurface utility information for creating utility base maps. The method used is non-destructive, minimally invasive, air/hydro/vacuum process that exposes the utility for visual verification, identification, inspection, measurements and documentation of the data for subsequent creation of the utility base maps. SAF-r-DIG immediately restores the affected areas to its original condition to the extent that it is sometimes difficult to tell that the task was performed. Hence the slogan, "performed with surgical skill". The foregoing activity describes an emerging specialty service identified as "Subsurface Utility Engineering". SUE. This professional service has been promoted, recommended and integrated into many Federal Highway Administration (FHWA) transportation projects. This service-recognition/recommendation was earned because of the, federally documented, 7,to 1 savings in project construction cost, accuracy and turnaround time;i.e., when SAF-r-DIG services are engaged prior to the 30% design stage. Civil Engineering professionals view the unique "partner -enhanced' scope of work, revolutionary techniques, and final results, as qualified "Value Engineering". Recent innovations include:gratuitous field -engineering for the office -bound designers, improved accuracy plus, speed in surveying by using the Global Positioning System (GPS). Our new divisions, identified as, "GeoLocate" and "KA•TE Robotics" have, improved utility mapping through new data collection methods. SAF-r-DIG provides the following Scope of Work: • All special equipment, skilled personnel, certified safety -sensitive (random tested) hazmat-trained technicians, and supplies required to perform "designation and utility location" services using dust -controlled, soil -monitored VOC (volatile organic compounds) sensored, soil extraction methods. • Extract soils to expose any existing utilities in a "damage -prevention" manner to ensure the safety and integrity of the utility. • Furnish and install "PK" nails, hubs, high -visibility "whiskers", or, markings above the centerline of the utilitystructure (pipe and/or duct) with swing -tie referencing, and, if required, elevations, for designers or surveyor teams. • In Client -requested format, provide the following, visually verified, information for each utility located: • Pavement thickness and description of the pavement surface, base material, and soil conditions.. • Diameter of pipe, or, duct, widths, top and, if requested, bottom elevations, and configuration of subsurface systems. • Elevations accurately measured to 1/100 foot or 30 mm from original ground and/or, pavement surface to utility. • Utility structure material composition, cored pipe thickness, when reasonably ascertainable. • Maintain compliance with all insurance requirements, current federal and state mandated programs, with written policy statements; to protect Clients from any `pass- thru" claims or liability. • Guaranteed completeness and accuracy of services, plans and all supporting data, under obligation for this project, and, at its expense, correct all errors or omissions therein that may be disclosed. SAF-r-DIG not only pioneered "Subsurface Utility Locating'; SAF-r-DIG perfected itl Serving Major.Cities in: NORTHERN AND SOUTHERN CALIFORNIA AND ARIZONA SWarketing\STATEMENT OF QUALIFICATION NOV 2002.Doc (711197) A r- 1 SAF-1'-DIG Utility Surveys, Inc.,, y s y� PO Box 1478, Palm Desert, CA 92261-1478 (800) 326-0446 PH ,. 5 41-905 Boardwalk, Suite A, Palm Desert, CA 92211 (760) 776-8278 Fax (760) 776-8281 Fax �o Website: www.safrdig.com "Your safer and more accurate window to the underground" "Positive I.D. potholing" three dimensional information, utilizing Non-destructive soil extraction Licenses: CA-712492•AZ-M545, NV-047560 technology, performed with surgical 5killl We , locate and verify actual depths of underground utilities. A total solution to field verification of "as builts" • coordination • traffic control • electronic designation vacuum soil extraction • guaranteed visual verification of utility location • documentation Coordination • appropriate agencies, firms, contractors • apply for permits from all appropriate agencies notify Underground Service Alert (1-call system) Traffic control each vehicle equipped with -a class IF.A.S: • each vehicle is equipped with sufficient materials for normal urban streets • the compact digging trucks minimize the amount of traffic disruption the highly mobile nature of our equipment allows optimal scheduling for traffic considerations Electronic designation • all pothole locations are evaluated with state of the art utility locating equipment such as: • passive signal receivers - 60 Hz and radio frequency • VLF electromagnetic signal induction and reception . • acoustic signal induction and reception Vacuum soil extraction • pavement is broken or, cored to 10" opening • subsequent soil extraction is done with a hand-held air lance • this method is safe for pipe coatings and direct bury cables • all -spoil is vacuumed into the receiving hopper on the truck Soil extraction is not limited to the vertical • search under sidewalks • avoid traffic control installations • find bottoms of PVC ducts under other utilities Backfill • Corrosion -sensitive utilities are properly bedded with clean material • The fill is replaced in 4 inch lifts • Each lift is compacted with a 6" pneumatic tamper • Test data is available showing outstanding compaction results, Pavement Restoration • Our small patches will last longer due to lower loading • The hexagonal hole provides a better anchor for the restoration • The replacement paving is keyed into the pavement by undercutting the existing pavement so that the additional 2" of material mushrooms under the edges of the pavement • The edges of the existing pavement is coated with tack oil to insure a watertight seal • Material is added in 2" lifts; until the patch is flush with the existing pavement and the top is sealed Documentation • The centerline of the utility is marked with a PK nail, 2" x 2" hub or high visibility Whisker • Depth.& size.are marked on the roadway or on a stake mounted next to the hub • Three swing ties are recorded for each location to locate the utility relative to the existing site conditions/physical•structures • A spreadsheet is prepared showing: • The location • Pavement and base thickness • Depth to grade from top & bottom • Size & configuration of the utility Surveying Practices Conventional and/or GPS Available Utility Mapping Provide information in a number of GIS file formats Serving Major Cities: CALIFORNIA: Los Angeles, Riverside, San Diego, SF Bay Area, San Jose TEXAS: Austin, Dallas, Houston, San Antonio NEVADA: Las Vegas, Reno, Carson City, Lake Tahoe ARIZONA: Phoenix, Tucson DocumenQ (010100) ACP CERTIFICATES Fax:909-886-0053 Mar 3 2005 11:09 P.01 .ACMP- CERTIFICATE OF LIABILITY INSURANCE OPID R 'pATE(N1M1gw"nm ". PRODUCER. 2 03 03' 05THIS CERTIFICATE IS 13SUED AS A MArf'OF INFORMATION... . AUJ3x11 Cooper P. ONLY AND CONFERS NO,RIGHTS UPON THE CERTIFICATE Yns: Agency Inc {Lic-0546677) HOLDER. THIS CE"FICATE•DbES Np7.AMEND; l XLND.OR ?'CI! ` Soir: 3280 THE COVERA THE E ED P I SB W „4a]s0aaeLiTdiIIO A•>•9.24'3'32,$0:.;?'. FFORD CF•.,...,:_.. ;;.. :s P$ann:909-886-98.61 Pik: .9D9=886--2013 INSUR£R3AFFORpING C01/f=,RAGE � °NA(•�#• INSURERA 8[eanPnst 7sanimmce' Lbmp • ..' >;afeco .. �niiar-an�ge•-;GO ;Ln . ;...2474,0,..... . :... :.... .. . , INSURER .... .. B: 6prto stzt..Zlse SaLf-R-big" Utility'9urveys. Inc INSURER C: .Palm Desert CA 9226 - 1..14 COVERAGE$ THE' POLICIES OF INSURANCE LISTED B! LOW HAVE BEEN ISSUED TO THE INSURER NAMED ABOVE FORTHE POLICY PERIOD INDICATED, NOTWrrKSTANDING ANY• RMUIREMENT, Te%t i OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPeCT TO WHICH THIS CEiYTIFICATE MAY BE.ISSUED pR MAY PERTAIN, THE INSURANCE AFFORDED 13YTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDTTIONS'OF SUCH ' POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED 8Y PAID CLAIMS:i _TR NSR TYPE OF INSURANCE POLICY NUMOER ; DATE MMIDD DATE MMIDD LIOIITS. cErrERgL LJABi) JTY i EK61i OCOfJRRENCE: • �. s •�1;; D U O'y: b OTj , $ A X DonaMERctAL*GENERAI L!A81L.ITY CLAlMB'N(ADE' OOCUR GPL900836501 1015/04 10/15/05 PREMISES Eaaccuren�e. S.'. , :. 5;i000.j' i',• MEDb�(A^y;oaaperson� •' X Ded $10, 000/incd't X Professional' :La ab. WRAP/OC=P. EXCLUSION " I PERSONALBIiDVInLIURY : `AGGREGATEO'OO.y`0o0 'S 2, 090 00.0 ciwli i QEN'L AGGREGATE L{MIT APPLIES PEi� COMFIOP A66 % POLICYElPRO- O LOC : AUTOMOBILE LIABILITY g ANY AUTO I 24CG017471-1 10/15/04 .. COMBRJ>=A$fHOLE:LIMIT ZD/15/05 (�°"� ., 000� oa,0 ' 1 ALL OWNED ALrroS* I :4. SCHEDULED AUTOS' BODILY IN.IUiiY • i I I X HIRED AUTT]S' NON-0WNED ALROS . BODILY INJURY. (PIr4Ccddc t)'': $ : i ,• �hl=ed/le_aaed �.:, ...k I I PROPERTY;OAMAGE �.(Pe►stc�ei+(j . $ ., GARAGE LIABILITY ' I ' � ALiTo d►$.� - EAAcclnFarr• > � ::� • , . ANYAUTO +'• I • r : _ . ' EA•ACC; DTHER TKAN I' g •' AUTOONLY:.•. " AGG: S ' EXCESSJUArtewELLA LIABILITY : OCR CLAMMADESE0900767701 : .° ;.. ; EAQ.tOCPJ.PV ENCI�.❑ '0; 0.0`0. •A AT MUMBLE X RETENTION s'4 WORI<FtS COMPENSATION AND • dTPLDYERS LIABRlTY I X' TORY LIMITS ER C ANYROPRm7OR/PARTNmDmcmvE WC9543006 (AZ 10/15/04 10/15/05 :EL EACH ACCIDENT s�,0.60,:000OFFICtwMEMBERxCLUDED7 Ifsyes,aesame+u+dv pTC9543005(CA) • .. .ELDISEASE ,.EAEMPLO. Sjg.0.00,.D00•.,.;1;': SPECIAL PROVISIONS below: OTHER I ;F� (5($EASE : POLICY LIMTI 3;' 11066460 ESORIPTION OF OPERA71pN5 / LOCATIONS J VEHICLES! "#200'502012 EXCLUSIONS ADDED BY F.NPORSEMENTJ SPECIAL PROVISIONS I Tob Madison Club Potholing. .artholdex5 • are add' 1• ia>;d"as 're515jt!CtB' gen'1 l'iab per STFESp102ACW (0402) 10' daYr K O C except 113 day for nonpayment. '. City Of La Quinta Dept. of Public Works East of KUdison LLC PO Sox 1504 La Quinta CA.92247-1504 L;UKD 25 (20D1l08) .CANCELLATION .. ... .. _. ..... ;Q 01 S14OUL-0 ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE FJD'IRATTO DATE THEREOF, THS ISSUING INSUR)=R WILL ENDEAVOR TO MAIL 30 ' > DAYS WRITTEN NOTICE TO Tiq)= CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO WALL IMPOSE NO OBLIGATION OR LIAAJ.Lr Y OF ANY KIND bi-oN THE INSUREk'•M AGENTS OR REPRESENTATIVES. D COROORATION 198v` ACP CERTIFICATES Fax:909-886-0053 .... ... r _._ .... +6Endorsement # - Additional Insured - Owner', Lessees o.r Contactors Schedule Person or Organization •ZUR1CH COVERAGE PART ONE — COMMERCIAL O..ENERAL LIABILITY Policy No. Eff. Date of Pol. Exp. Date of Pol. E1F_ Date of End. Broker Add'I Prem. Return Prom. GPL900536501 10/15/04 •, 10/15/05 1 10/15/04 f .Named..lnsured and Mailing. Address: Broker: Saf-R-Dig Utility Surveys Inc Austin, Cooper & Price. Insurance Agency, Inc. " ::I ' P.O. Box 1478 P. O. Box 3280 rplin Aesert CA 92261-147$ San Sernardino, CA. 92413-3280 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. , This endorsement modifies insurance provided under the following: ' Environmental SeNI66S Package Policy In consideration of:the payment of premium and the Deductible by you and in reliance upon the statements in'tte Application made a part hereof, we.agree with you, subject to all the terms, exclusioris,and, conditions'that with respect to, COVERAGE PART ONE— COMMERCIAL GENERAL;LIABILITY and coverage -provided by,this endorsement:.; Additional Insured Schedule City of La Quinta East of Madison LLC 1. Who is an Insured (Section I.) in the COMMON -POLICY PROVISIONS amended to.include:a6an insured <e person or orgahizatioh'showri in,the Sdiedule' but onl with'res ect to liabili arisin' otit'of : ourtin` 6`iri• o • eratib "' Y p tY g Y, 9 9 Aris performed for that insured and only if the "claims or "suit° is otherwise covered under the terms and conditio;ls of this . policy. A •person's or organlzation's status as an insured under this endorsement ends when. your operatiors for chat insured are -completed. The coverage provided by this'endorseme-rt shall not apply to "claims" or Psi ite(s)A based upon, or arising from the -negligence, or act, error or omissions of the person or organization scheduled above. ' Both you and the person or organization scheduled above agree to cooperate with. each other -and us with respect to all aspects of coverage provided und'er�this policy.116 the event that you are the, person or organization.scheduled' above:are named as defendants in a "claim" or'suit'', and are both entitled to defense linder,this: policy:fof such. "claim" or "suit", we shall provide common counsel.ito represent you and the person or organization scheduled above in a joint defense. If you and the person* or organization scheduled above. adopt: positions materially.adv rse to each " other With respect to the claim or salt", we shall provide the defense and make payments for;"claim s ex gr1pe P. (.Y,pr any other associated costs of defense payable under this policy, only to *you from the point of adversely fonv"rd. The rights and 'obligation's above shall apply in any proceeding.and' in any forum in which' you and the erson or organization scheduled above are a panty to a •`claim° or "suit".: • • " ' p ... 2: Exclusions (Section II,) in Coilerages A. and B. of COVERAGE PART ONE=,COMMEkCIAL GENE2AL LIABILITY is amended by the addition of the following exclusion: "Bodily injury" or'"property damage" occurring after: '(1) All work, Including materials " " ' parts or equipment famished iIt connection with such work,: on the project bother than . service, maintenance or repairs) to be performed by or on behalf of the additional insureds) at the size of the :•- covered operations has bee completed; or . -(2) That portion of `your work" Out of which the injury or "damage" arises has been put to its. intended use bX any ; person or organization other than another contractor or subcontractor engaged in performing operations or for a principal as part of the same prnj:ect. ALL OTHER TERMS AND CONDITION 5 OF THE POLICY SHALL APPLY AND'REMAIN t1NCHANOED Copyright@2002 by Zurich Insurance Company STF-E5P.1:02 p'.Cyy.(04/02) All rights reserved..No Psrt of thls•dodulflerlt Covered by ths'copyrights hereon;may be reproduced or copied iri an fond an means— • ra hic; e'lecbenl ! ecga 1 of 1 Y by Y 9 P o,'cr.l�nechanital, including photocopying, taping -or Ihfomiation stprage and rebiieval systems—wllhout permission of the Zurich Insurance; Company, . ' 4 CITY OF LA QUINTA g CUSTOMER RECEIPT Date: 3/04/05 @1 Receipt no: " 9875 %QaQO Business. License No. Description Quantity Amount 2@65 793s' BL +slrss LICENSE NEW SS LICENSE APPLICATION FORM : Trans number. $S®. . SAF R DI6 UTILITY SURVEYS OVED BY DATE 34' A BUS LIC ##10E@13 Tender detail CA CASH f6sd:@W ..OMPENSATION INSURANCE & COPY OF STATE CONTRACTORS Total tendered $60•00.1. \ -OCKET-CARD IS REQUIRED PRIOR TO ISSUANCE' Total payment 85®.t3� Change 0@ Trans date: . 3/a4/@5 /Time: 8:15:39 ** fMIX YOU FOR YOUR PAYMENT PAYMENTS RECEIVED AFTER.3 P.M- WILL.,� S zip:- �'a�' 1, BE POSTED TD THE NEXT DAY'S ACTIJTY X 7 g City/State:\'MSerl Zip: 3. Business Phone: �, % )6- 4. Owned By: CO PARTNERSHIP:_ INDIVIDUAL _ 5. If Corporation or Partnership, Tax I.D. -ps g g g 6., Name of Owner or Officers and Title. 7. Vehicle License Number" ermit Number:(Finance Dept. Only). r 8. Type of Contractor: = B. Classification: R C. State License Numbertag QA A or B License Classification $160.00 Per Year or 50.00 Semi-Annua C License Classification $ 50.00 Per Year or $25.00 Semi -Annual HEREBY CERTIFY that all the information supplied by me is correct and any licenses required by the County. State or Federal Government have been issued to me and are .in full force and effect. Signature W � ' . itle Date 7 d corr ted orm To CITY OF LA QUINTA BUSINESS -LICENSE DIVISION t' ZOoJ P.O. BOX 1504 La Quinta, CA 92247-1504 CITY cis LA QUINTA FINANCE DEPT. PERMIT NO.4351 Ave 54 and Ave 52 / Potholes Utility Locating / Tract Map No. 33076 In addition to the standard permit conditions, the following shall apply: 1: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all ` work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Saf--R-Dig . Utility Surveys, Inc, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. This permit or copy of it shall be on the work site for inspection during the actual work performed. 4. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. , 6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated. work hours. Operation and maintenance of equipment within one-half mile of humanoccupancy shall be,performed only during the following time periods: r . October ~1 st to Apri130: Monday -Friday 7:00 a:m: to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday, -Friday' 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. 'Work. shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial-' street (ie any 4 lane street) before 8:00 a.m. .7. . Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 8. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities.as a result of work performed under this permit. Special Conditions Page 1 of 3 PERMIT NO.4351 Ave 54 and Ave 52 / Potholes Utility Locating / Tract Map No. 33076 9. Pursuant to Section 14..16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or.the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. 4 Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 10. Prior to excavating, if required, the Permittee,shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 11. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall .be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 12. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the.Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction` shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft,. spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the. City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. ' The appropriate moisture content range shall be established at the onset of the project and ensured prior to use ofthe materials through progress testing on the stockpiles. C. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Page 2 of 3 Special Conditions / PERMIT NO.4351 Ave 54 and Ave 52 / Potholes Utility Locating / Tract Map No. 33076 D. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction -requirements. E: All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall. be furnished to the City Inspector. 13. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. 14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 15. Access and egress to all local properties shall be maintained at all times. 16. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), .permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Peimanent pavement replacement shall conform to the following conditions: A. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. 17. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after- completing the operation. 18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. r 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 20. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs,, costs or expenses in law or equity that may arise out of work under this permit. Special Conditions Page 3 of 3 I City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4351 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of .way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners..Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced. over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work, Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better.. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required" and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. 'In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. _ ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( *" N/A *' ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A'* ) aggregate sub -base course having an "R" value of not less than (** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan -and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ('* N/A") feet shall be'removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 Y2") of A.C. paving on ("" N/A ") of class (" N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all" times. ❑ RI SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of.application shall comply with the manufacturer's specifications. CitV of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or'interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer.. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. • ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved. sand or gravel: ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A **) inches of A.0 surfacing placed on a (" N/A'") inch (** N/A ** ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal, coat consisting of an application .of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.